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SUNWAH PEARL
PROJECT
装修实施策划报告

中国建筑（东南亚）有限公司

编制：李墩安

http：//cscec-sea.com


目

录

CONTENTS

01

project brief

02

project org chart

03

construction method

04

construction schedule

05

construction resource

06

quality&HSE management


1

project brief


项目简介

PROJECT PROFILE

项目名称：SUNWAH PEARL
业主单位：Sunwah Group（香港）
设计单位：EJGA公司
监理单位：CONINCO公司
投资性质：企业自筹
工程类别：住宅
工程地点：90 Nguyen Huu Canh Str., W.22, Binh Thanh Dist., HCMC

4

项目简介

PROJECT PROFILE

B1、B2、B3塔及裙房均有两层地下室连通，底板垫层底标高-6.00m，小
承台垫层底高度为-6.45m，电梯井（集水井）-8.95m,现场平标高为0.1m,开挖深度为5.9m~6.35m。总建筑面积23.4万m2，其中地下室约2.5
万m2。结构为框架-核心筒结构。地下室底板结构标高-5.35，地下二层顶
板结构标高-2.35，GF板结构顶标高+1.15m，标准层高3.25m。
B1塔为50层，高169.55米；B2塔为45层，152.9米，B3塔为50层，高
170米；各塔通过裙房连为一体。

5


总承包范围

CONTRACT SCOPE

序号

总承包主要内容

1

主体结构工程（不含桩基）

2

粗装修工程

3

精装修工程（共计302套一房，719套二房，333套三
房）1333套总计

4

机电工程（有指定分包及品牌）

5

室外工程等


2

project organization chart


管理架构
MANAGEMENT GOALS

总承包组织架构

we will arrange more finishing engineer base on the site situation


3

Main construction method


GENERAL PRINCIPLE

实施方案

MOS PLAN

1、总平面布置方案/Master layout plan
2、自提升爬架方案/Integrated Self Climb Scaffold
3、铝模板方案/Aluminum formwork
4、塔吊附墙方案/Anchorage Of Tower Crane
5、装修策划/Finishing Work Plan
6、临水临电方案

Temporary Hydraulic & Electric plan

10


TEMPORARY BUILDING PLAN

Name

布

置

方

式 LAYOUT/ARRANGEMENT

SITE OFFICE

Set up the office on the SAIGON PEARL side . Move the office to the
3F(refer to the site drawing）

WORKERS
QUARTERS

Subcontractors to solve the dorm problems.

TOWER CRANE

ELEVATOR

Four tower cranes are arranged（2 pcs 6018，2 pcs D5522）Refer to
the master plan
Four elevator are arranged，T3 double . SC200/200. Refer to the
master plan

MATERIAL STORE

The material store is located near the river side of the site and moved
to the basement B1F

TEMPORARY
ROAD

Local roads use precast slab, cast concrete, and the original road
combination consideration.
11


1.MASTER PLAN

MASTER LIAN


1.MASTERIAL PLAN

SITE OFFICE LAYOUT ON 3F

OFFICE &MATERIAL STORE LAYOUT ON B1F


EQUIPMENT LIST


MIXING STATION CAPACITY CALCULATION


2.INTEGRATED SELF CLIMB SCAFFOLD

for clambing scaffold installation base on the
actual situation we use 2 method:
1,install on 7f directly;
2,assemble on gf and use tower crane to
install on 7/8f

INTEGRATED SELF CLIMB SCAFFOLD
MODEL


2.INTEGRATED SELF CLIMB SCAFFOLD

3D DISPLAY

FLAP PROTECTION

Tower 1 SCAFFOLD LAYOUT


2.INTEGRATED SELF CLIMB SCAFFOLD

The position of 8F does not need to be embedded in advance. From 9F, the screw hole
of the attached wall fixed guide seat is reserved. From 10F, the screw hole of the
upper hanging wall is reserved.Consider piercing the aluminum mold.
The concrete strength of the wall
structure attached to the hanging wall
must reach or exceed 10MPa before
lifting. The strength of the second
layer from top to bottom reaches
15MPa, and the strength of the third
layer reaches 20MPa
According to the actual situation of
the site, the leveling frame can be
installed at 7F first, and the rest part
can be assembled on the ground and
then use tower crane to install.

12F
11F
10F
9F
8F


2.INTEGRATED SELF CLIMB SCAFFOLD
<1>Level Frame Build
<2>Installation of bottom operation
platform plate
<3>a.Synchronous Installion of upright
tube and horizontal truss
b.Install the first safety net at the
bottom
<4>a.Install the inner upright tube and the
2th oprration platform
b.Install guide rail support and the
2th&3th safety nets
c.Splicicing of upright tubes
<5>Installation of lateral net
<6>a.Connection between guide rail
link and operatingplatform

b.Fasten the attached wall fixed
guide seat and guide rail


2.INTEGRATED SELF CLIMB SCAFFOLD

<7>a.Underslung truss mounting
b.Underslung point mounting
c.Installation of hanging seat
on chain block
<8>a.Bottom connection plate
and seal flap installion
b.Kick board installation
<9>.Install the operating
platforms of 4th &5th
Floors and lateral guide net
<10>.Insert the installation synchronously
for piece,seal flap,kick board and guide seat
,adjustable positioning device,etc.
<11>.Install intelligent lifting
system


3.ALUMINUM FORMWORK

SUPPORT SYSTEM

SLAB DETAIL

It has the advantages of short
construction period, multiple times of
repeated use, convenient construction,
high efficiency and stability, high bearing
capacity, good surface effect of concrete
after mold removal, no construction
waste, low carbon emission reduction,

and convenient support system.


3.ALUMINUM FORMWORK
Concrete standard

Aluminum formwork standard


THE THICKNESS OF THE WALL CHANGE

L44-TOP

250

300+300 500/250

250

L38-44
L32-38

300
300

350+300 500/250
400+300 500/300

250
250

L26-32

350

400+300

500/350

250

L20-L26

400

500+300

500/400

300

L14-L20

450

550+300

500/450

350

L7-L14

500

600+300

key

500

400


ALUMINUM FORMWORK RE-DESIGN

There is a small section of masonry between the column
and the exterior wall, which is design into concrete


ALUMINUM FORMWORK RE-DESIGN

A small portion of the exterior wall bulges out of the
masonry and deepens into concrete